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� <br /> l�Rlfe11��E�� � <br /> TABLE 1: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF�;SYSTEM TYPE A:MECHANICALLY ATTACHED ANCHOR SHEEf,BONDED INSULATION,BONDED ROOF COVER <br /> NOMENCLATURE: W=MINIMUM SIDE LAP WIDTH(INCH�;X=MAXIMUM SIDE lAP FASTENER SPACING(INCH O.C.�; • <br /> Y=MINIMUM#OF STAGGERED CEPITER ROWS�Z=MAXIMUM CENTER ROW FASTENER SPACING(INCH O.C.) <br /> Anchor Sheet Base Insulation Top Insulatfon Roof Cover <br /> Attach <br /> System Deck MDP <br /> No. See Note 1 Staggered S <br /> ( � Type Fasteners At LaP Center Rows Type Attach Type Attach Base Piy Cap �p� <br /> W X Y Z <br /> SYSTEM DESCRIPTION�WITH ZONE 1(FIELD AREA)ANCHOR SHEET A7TACHMENT:" ° " � ' � . � , - " � ` �, �� .. � <br /> Glasbase,All 32 ga.,i-5/8- Min.1.5-inch Min.0.25-inch (Optional) <br /> Hot Hot BP-AA, <br /> Min.19/32- Weather Empire, inch dia.tin ACFoam II, DensDeck primed BP-AA, SBS-AA, <br /> asphalt, asphaR, SBS-AA, <br /> W-1 inch plywood; Flexiglas Base, caps with 11 3 8 3 8 FlintBoard ISO, with ASTM D41 SBS-AA, SBS-TA or -52.5 <br /> full full SBS-TA or <br /> See Note 1 Poly SMS or ga.annular ring ENRGY-3,H-Shield primer or DensDeck SBS-TA or APP-TA <br /> Ultra Poly SMS shank nails or Mufti-Max FA3 coverage prime �overage APP-TA APP-TA <br /> SYSTEM W-1)ZONE2&3)PERIMETER&CORNER AREA ANCHOR SHEET ATTACHMENT: ` � � - ` ' ' ' <br /> Ultimate Design Wind Speed-V„is(mph) <br /> Roof Height - <br /> Exposure Enclosure (ft) Zone ': �120' 130 , , 140 :- ' � 150 - 160 )_ 170 _ �180 •- <br /> �X 'Y � Z X Y Z X: Y.` ': Z X Y Z 'X Y Z X Y Z , X , Y ; Z . <br /> 2-Perimeters 8. 3 8 8 3 8 S 3 S . 8 3 8 8 3� 8 8 3 8 8 . 3 8 <br /> O<h<30 <br /> 3-Corners 8 . � 3 8 8 3 8 8 ; 3 ` 8 7 3 7 6 3 6 7 4 7 , 6. 4 6 <br /> Open � � <br /> 2-Perimeters ' 8 ' 3 � 8'� . 8 3 8 +8' 3 8_.. 8 3 8 �"8 3; 8' 8 3 8 " 8,� 3 '°. 8 <br /> 30<h<40 <br /> 3-Corners 8- 3 8 8 3 8 7 3 7 7 3 7 = 7, 4 `7 6 4 6 7 ' S . 7 <br /> 8 <br /> 2-Perimeters 8 3 8 ` S 3 8 � 8 3 8 8 3 8 8 3 8 S 3 8 7 ' 3 . , 7 � <br /> 0<h<30 <br /> 3-Corners 8- > -3 8 8 3 8 7 3 7 6 3 6 7 4 7 6 4 6 7 ` 5 7. , <br /> Enclosed <br /> 2-Perimeters 8 3 8 8 3 8 8 3 '8 8 3 8 8 3 8 = 7 4 7 7 4 �7 <br /> 30<h<40 ` ` <br /> 3-Corners 8 3' � 8 ' 8 3 8 7 3` ° 7 6 3 6 7 4 7 : 6 4 6 7'-�: 5', 7 <br /> 2-Perimeters 8 3 8 8 3 8 8 3 �8 8 3 8 8 � 3 8 8 3 8 8- 3 8 <br /> 0<h<15 <br /> - 3-Corners 8 : 3 8 8 3 8 7 3 � Z 6 3 6 6 ; 4 6 7 5 7 6 5 6 <br /> 2-Perimeters 8 3 8' 8 3 8 8. 3 8 8 3 S :8 3 8 8 3 8 7- 3 :7 <br /> 15<h<20 <br /> 3-Corners -8 - -3 8 7 3 7 6 3 6 - 7 4 7 -6 4' . 6 6 5 6 6 `5 6 <br /> C Open <br /> 2-Perimeters 8 3 � 8. 8 3 8 8 3 " 8 8 3 8 �`g' 3 `8 7 3 7 ;�7 , ..3 7 , <br /> 20<h<30 ' . <br /> 3-Corners 8 � 3 8 � 7 3 7 °6 3 6 � 6 4 6 7 5 7 � 6 5 6 N/A - <br /> 2-Perimeters .8 3 , 8 8 3 8 8 3 - 8 . 8 3 8 8 '3 �8 7 3 7 8 4 8 <br /> 30<h<40 � - • <br /> 3-Corners 7 -:, 3 7 6 3 6 7 " 4 7 6 4 6 6 : ` 5 6 N/A . N/A; �' <br /> Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C40710.12.13-R3 for FL16709-R3 <br /> Certificate of Authorization#9503 Revision 3:01/26/2016 <br /> Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 4 of 14 <br />